JP2545956Y2 - Exterior wall material joining structure - Google Patents

Exterior wall material joining structure

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Publication number
JP2545956Y2
JP2545956Y2 JP5353191U JP5353191U JP2545956Y2 JP 2545956 Y2 JP2545956 Y2 JP 2545956Y2 JP 5353191 U JP5353191 U JP 5353191U JP 5353191 U JP5353191 U JP 5353191U JP 2545956 Y2 JP2545956 Y2 JP 2545956Y2
Authority
JP
Japan
Prior art keywords
wall material
dowel
adhesive
joining
hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP5353191U
Other languages
Japanese (ja)
Other versions
JPH0521009U (en
Inventor
一朗 宮橋
大三郎 二宮
Original Assignee
石川島建材工業株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 石川島建材工業株式会社 filed Critical 石川島建材工業株式会社
Priority to JP5353191U priority Critical patent/JP2545956Y2/en
Publication of JPH0521009U publication Critical patent/JPH0521009U/en
Application granted granted Critical
Publication of JP2545956Y2 publication Critical patent/JP2545956Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、面方向に接合されるこ
とにより構造物の外面を覆工する外壁材の接合構造に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure of an outer wall material for covering an outer surface of a structure by joining in a plane direction.

【0002】[0002]

【従来の技術】従来、建造物の外面を覆工する化粧板な
どは、石やコンクリートなどからなる平版を敷き並べて
互いに面方向に接合することにより取り付けられてい
る。これら平版の接合は、工場に設置した平らな定盤上
にゴムマットなどを敷き、このゴムマット上に接合すべ
き平版を数枚並べて行う。そして双方の間に鋼板等のダ
ボピンの抜け止め用プレートを介装するとともに、この
抜け止め用プレートに貫設されたダボピン挿通孔と前記
平版の接合すべき端面の双方に設けられたダボ穴にダボ
ピンを挿入し、この状態で平版間及びダボ穴に接着材を
注入することにより、平版同士を接合している。そし
て、平版を数枚が連設された状態に接合完了したら、施
工位置に移送して所定位置に設置している。
2. Description of the Related Art In the past, decorative boards and the like for lining the outer surface of a building have been attached by laying lithographic plates made of stone, concrete, or the like and joining them in the plane direction. These lithographic plates are joined by laying a rubber mat or the like on a flat surface plate set in a factory and arranging several lithographic plates to be joined on the rubber mat. A plate for retaining the dowel pin such as a steel plate is interposed between the two plates, and the dowel pin is provided in both the dowel pin insertion hole penetrating the plate for retaining and the end face to be joined of the planographic plate. By inserting a dowel pin and injecting an adhesive between the lithographic plates and the dowel holes in this state, the lithographic plates are joined to each other. Then, when the joining of several lithographic plates is completed, the lithographic plates are transferred to a work position and set at a predetermined position.

【0003】[0003]

【考案が解決しようとする課題】しかしながら、前記の
ような接合構造の場合、平版間の接合力が不十分で、施
工作業に手戻りが生じるなどの問題が生じていた。すな
わち、双方の平版の間の接合力は、前記平版間及びダボ
穴とダボピン間で接着材が発揮する接着力に頼っている
が、平版を接合するために双方のダボ穴にダボピンを挿
入して互いの接合端面間を所定間隔としてセットすれ
ば、接着材をダボ穴に充填することが困難となってその
接着が不十分となる場合が生じていた。
However, in the case of the above-mentioned joint structure, the joint force between the lithographic plates is insufficient, and there have been problems such as reworking of the work. That is, the joining force between the two lithographic plates depends on the adhesive force exerted by the adhesive between the lithographic plates and between the dowel holes and the dowel pins, but the dowel pins are inserted into both the dowel holes to join the lithographic plates. If the distance between the joining end faces is set at a predetermined interval, it is difficult to fill the dowel hole with the adhesive, and the adhesion may be insufficient.

【0004】また、前記問題に鑑みて、ダボ穴に挿入前
のダボピンの端部に予め接着材を塗布しておく方法も考
えられるが、今度は設置間隔等の位置調整が不便となっ
てその施工性が低下して根本的な解決とならない。
In view of the above problem, a method of applying an adhesive in advance to the end of the dowel pin before insertion into the dowel hole is conceivable, but this time it is inconvenient to adjust the position such as the installation interval. The workability deteriorates and it does not become a fundamental solution.

【0005】本考案は、前述の課題に鑑みてなされたも
ので、接着材の充填を容易とすることによりその施工性
及び施工精度が向上する外壁材の接合構造を提供するこ
とを目的とするものである。
The present invention has been made in view of the above-mentioned problems, and has as its object to provide a joint structure of an outer wall material in which the filling property of the adhesive is facilitated to improve the workability and the work accuracy. Things.

【0006】[0006]

【課題を解決するための手段】本考案の外壁材の接合構
造では、外壁材の接合端面間に、外壁材の裏面側に突出
する止めプレートを挟むとともに、ダボピンを止めプレ
ートに貫通し、かつ両接合端面に開けられたダボ穴に挿
入し、さらに外壁材に形成したダボ穴の奥端部と外壁材
の一面に連通する接着材注入孔から接着材を充填するこ
とを前記課題の解決手段とした。
In the joint structure of the outer wall material according to the present invention, a stop plate projecting to the back side of the outer wall material is sandwiched between the joint end surfaces of the outer wall material, and the dowel pins penetrate the stop plate. Means for solving the above-mentioned problem is to insert into dowel holes formed in both joint end faces, and to further fill an adhesive from an adhesive injection hole communicating with a deep end of the dowel hole formed in the outer wall material and one surface of the outer wall material. And

【0007】[0007]

【作用】本考案の外壁材の接合構造によれば、接着材注
入孔から接着材を注入することにより、接着材をダボ穴
内に充填することが簡単となって、その施工性が向上す
る。また、ダボピンとダボ穴との接着を確実に行うこと
が出来、作業の手戻りが減少する。
According to the joint structure of the outer wall material of the present invention, it is easy to fill the adhesive into the dowel hole by injecting the adhesive from the adhesive injection hole, thereby improving the workability. In addition, the dowel pin and the dowel hole can be securely bonded to each other, and rework is reduced.

【0008】[0008]

【実施例】以下本考案の一実施例を、図1ないし図5を
参照して説明する。図中符号10は、本実施例の外壁材
の接合構造である。図1に示すように、外壁材の接合構
造は、内壁部Tの外壁部に取り付けられて内壁部Tを覆
工する壁状体Sを構成する石版(外壁材)S1、S2の接
合部に構成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to FIGS. Reference numeral 10 in the figure denotes a joint structure of the outer wall material of the present embodiment. As shown in FIG. 1, the joint structure of the outer wall material is formed on a lithographic plate (outer wall material) S <b> 1, S <b> 2 which is attached to the outer wall portion of the inner wall portion T and forms a wall-shaped body S covering the inner wall portion T. It is configured.

【0009】なお、壁状体Sは、石版S1及び石版S2か
らなる多数の石版をその面方向に接合してなるととも
に、建物の内壁部Tの外面からやや離間して設置されて
いる。また、内壁部Tと壁状体Sとの間は、予め配筋し
て壁状体Sを設置後にコンクリートが打設充填されたコ
ンクリート充填部Kとなっている。
Note that the wall-shaped body S is formed by joining a large number of lithographs composed of lithographs S1 and S2 in the surface direction thereof, and is installed slightly apart from the outer surface of the inner wall portion T of the building. The space between the inner wall portion T and the wall-shaped body S is a concrete filling portion K in which concrete is laid and filled after the wall-shaped body S is installed in advance.

【0010】石版S1及び石版S2は、双方を接合するダ
ボピン1を挿入するために形成されたダボ穴2が互いに
連通する位置に設置されている。
The lithograph S1 and the lithograph S2 are installed at positions where the dowel holes 2 formed for inserting the dowel pins 1 for joining the two communicate with each other.

【0011】一方、石版S1、石版S2の間には、双方の
間を所定の間隔とする厚さに形成された止めプレート3
及び石版S1、石版S2の表面hに略沿って取り付けられ
て止めプレート3の位置を設定するバックアップ材3a
が介装されているとともに、双方を連結するかすがい4
がそれぞれの接合端部に打ち込まれている。
On the other hand, between the lithograph S1 and the lithograph S2, a stop plate 3 formed to have a predetermined interval between them.
And a backup material 3a which is attached substantially along the surface h of the lithograph S1 and the lithograph S2 and sets the position of the stop plate 3.
Is interposed, and the two are connected.
Are driven into each joint end.

【0012】また、図2に示すように、石版S1及び石
版S2の裏面(一面)rには、前記コンクリートとの固
定を図るためのシャーコネクタ5が多数固定されてい
る。図3に示すように、シャーコネクタ5は、石版S
1、石版S2の裏面rに形成されたシャーコネクタ取り付
け孔6に脚部5aを挿入するとともに、この状態でシャ
ーコネクタ取り付け孔6にエポキシ樹脂7(接着材)を
注入充填することにより固定されている。
As shown in FIG. 2, a large number of shear connectors 5 for fixing to the concrete are fixed to the back surface (one surface) r of the lithographs S1 and S2. As shown in FIG. 3, the shear connector 5 is a lithograph S
1. The leg 5a is inserted into the shear connector mounting hole 6 formed on the back surface r of the lithographic plate S2, and is fixed by injecting and filling the epoxy resin 7 (adhesive) into the shear connector mounting hole 6 in this state. I have.

【0013】ダボピン1は、径5mm程度の断面円形に
形成されたロッド状の部材であって、両端部が前記連通
された石版S1、石版S2のダボ穴2、2のそれぞれの奥
端部に略到達するようにして挿入されている。
The dowel pin 1 is a rod-shaped member having a circular cross section with a diameter of about 5 mm. Both ends of the dowel pin 1 are provided at the inner ends of the dowel holes 2 and 2 of the lithograph S1 and the lithograph S2, respectively. It is inserted so as to reach almost.

【0014】ダボ穴2は、石版S1及び石版S2のそれぞ
れの接合すべき端面の略中央から、垂直内方に向かって
延びる空孔であって、ダボピン1よりやや径の大きい断
面円形に形成されている。また、ダボ穴2の奥端部に
は、ダボ穴2と石版S1及び石版S2の裏面とを連通する
接着材注入孔8の端部が接続されている。接着材注入孔
8は、ダボ穴2の奥端部からダボ穴2の軸線より約45
度傾斜して石版S1及び石版S2の裏面に貫通するように
形成されている。
The dowel hole 2 is a hole that extends vertically inward from substantially the center of the end face of each of the lithographs S1 and S2 to be joined, and has a circular cross section slightly larger in diameter than the dowel pin 1. ing. The end of the dowel hole 2 is connected to an end of an adhesive injection hole 8 that communicates the dowel hole 2 with the back of the lithograph S1 and the lithograph S2. The adhesive injection hole 8 is located approximately 45 degrees from the axis of the dowel hole 2 from the back end of the dowel hole 2.
It is formed so as to penetrate through the back surfaces of the lithographs S1 and S2 at an angle.

【0015】図4に示すように、止めプレート3は、長
方形平版状に形成された鉄板であって、一側の端部にダ
ボピン1が挿通される止め金具3bがその厚さ方向に貫
設されてなっている。また、止めプレート3の他側の端
部には、針金状の定着金具3cが挿通されて取り付けら
れる定着金具取り付け孔3dが厚さ方向に貫設されてい
る。定着金具3cは、壁状体Sに略垂直として前記コン
クリート充填部Kに埋設されることによりその位置が固
定されてダボピン1を所定の位置に位置させるようにな
っている。
As shown in FIG. 4, the stopper plate 3 is an iron plate formed in a rectangular planographic shape, and a stopper 3b through which the dowel pin 1 is inserted is penetrated at one end thereof in the thickness direction. It has been. At the other end of the stop plate 3, a fixing metal mounting hole 3 d through which a wire-shaped fixing metal 3 c is inserted and mounted is formed in the thickness direction. The fixing fitting 3c is fixed to the concrete filling portion K by being buried in the concrete filling portion K so as to be substantially perpendicular to the wall member S, so that the dowel pin 1 is located at a predetermined position.

【0016】そして、前記状態で、石版S1と石版S2間
とダボ穴2と接着材注入孔8とにはエポキシ樹脂7が充
填されて外壁材の接合構造を構成する部分が一体に固定
されている。
In the above state, the epoxy resin 7 is filled between the lithograph S1 and the lithograph S2, the dowel hole 2 and the adhesive injection hole 8, and the portions constituting the joint structure of the outer wall material are integrally fixed. I have.

【0017】石版S1及び石版S2を外壁材の接合構造で
接合して壁状体Sを構成するには、図5に示すように、
工場の定盤9を水平となるように設置し、この定盤9上
にゴムマット10を載せてなる接合平面上に石版S1及
び石版S2を載置して行う。ゴムマット10上に設置し
た石版S1、石版S2は、ダボピン1のダボ穴2への挿入
と止めプレート3によるダボピン1の位置決めとバック
アップ材3a取り付けとを完了した後、双方の接合端面
の間を所定の距離にセットする。そして、各部品を所定
の位置としたまま、接着材注入孔8からエポキシ樹脂7
を石版S1、石版S2間の裏面r側に盛り上がるようにな
るまで注入することにより充填して接合を完了する。
In order to form the wall S by joining the lithograph S1 and the lithograph S2 with the joining structure of the outer wall material, as shown in FIG.
The platen 9 of the factory is installed so as to be horizontal, and the lithographs S1 and S2 are placed on a bonding plane on which the rubber mat 10 is placed. After the lithographs S1 and S2 installed on the rubber mat 10 have completed the insertion of the dowel pins 1 into the dowel holes 2, the positioning of the dowel pins 1 by the stop plate 3, and the attachment of the backup material 3a, the gap between the two joining end faces is determined. To the distance of Then, with each component in a predetermined position, the epoxy resin 7 is inserted through the adhesive injection hole 8.
Is filled by injecting until the swelling on the back surface r side between the lithographs S1 and S2 completes the joining.

【0018】接合された石版S1、石版S2からなる壁状
体Sの部分を内壁部Tの所定の設置位置にセットし、エ
ポキシ樹脂7が凝固して十分な強度を発現したら、壁状
体Sの裏面rにコンクリートを打設してコンクリート部
Kを完成して壁状体Sを施工する。なお、石版S1、石
版S2の裏面rには、予めケイ砂を略定着させておきコ
ンクリートの打設後の収縮に対して変形応力を負担させ
ないようにしておく。
The wall-shaped body S composed of the bonded lithographs S1 and S2 is set at a predetermined installation position on the inner wall portion T, and when the epoxy resin 7 solidifies and develops sufficient strength, the wall-like body S Concrete is cast on the back surface r of the above to complete the concrete portion K, and the wall body S is constructed. It should be noted that silica sand is substantially fixed on the back surface r of the lithograph S1 and the lithograph S2 in advance so that deformation stress is not applied to shrinkage after the concrete is cast.

【0019】本実施例の外壁材の接合構造によれば、接
着材注入孔8からエポキシ樹脂7を注入することによ
り、エポキシ樹脂7をダボ穴2内に簡単に充填すること
ができるから、その施工性が向上する。また、シャーコ
ネクタ5の取り付けも、シャーコネクタ取り付け孔6へ
エポキシ樹脂7を充填して行うことにより、前記接合構
造の構成と同工程として石版S1及び石版S2への取り付
けを連続して行えるから、その作業能率が向上する。さ
らに、前記の結果、ダボピン1とダボ穴2の間にエポキ
シ樹脂7を確実に充填させることができるから、接着の
精度が向上して接合作業の手戻りが減少する。
According to the joint structure of the outer wall material of this embodiment, the epoxy resin 7 can be easily filled into the dowel hole 2 by injecting the epoxy resin 7 from the adhesive injection hole 8. Workability is improved. Also, the shear connector 5 can be mounted by filling the shear connector mounting hole 6 with the epoxy resin 7, so that the mounting to the lithograph S1 and the lithograph S2 can be continuously performed in the same process as the configuration of the joining structure. The work efficiency is improved. Further, as a result, since the epoxy resin 7 can be reliably filled between the dowel pin 1 and the dowel hole 2, the bonding accuracy is improved and the rework of the joining operation is reduced.

【0020】なお、接着材充填孔8は、前記裏面r以外
の石版S1、S2の他の面に開口するように形成してもよ
い。
The adhesive filling hole 8 may be formed so as to open on other surfaces of the lithographs S1 and S2 other than the back surface r.

【0021】[0021]

【考案の効果】以上説明したように、本考案の外壁材の
接合構造によれば、外壁材の接合端面間に外壁材の裏面
側に突出する止めプレートを挟むとともに、ダボピンを
止めプレートに貫通し、かつ両接合端面に開けられたダ
ボ穴に挿入し、さらに外壁材に形成したダボ穴の奥端部
と外壁材の1面に連通する接着材注入孔から接着材を充
填することを特徴とするから、接着材注入孔から接着材
を注入することにより、接着材をダボ穴内に簡単に充填
することができてその施工性が向上するほか、ダボピン
とダボ穴の間に接着材が確実に充填することにより接着
の精度が向上して接合作業の手戻りが減少するといった
効果を奏する。
As described above, according to the joint structure of the outer wall material of the present invention, the stopper plate projecting to the back side of the outer wall material is sandwiched between the joint end surfaces of the outer wall material, and the dowel pin penetrates the stopper plate. And inserted into the dowel holes formed in both joint end surfaces, and further filled with an adhesive through an adhesive injection hole communicating with a deep end of the dowel hole formed in the outer wall material and one surface of the outer wall material. By injecting the adhesive through the adhesive injection hole, the adhesive can be easily filled into the dowel hole, improving the workability and ensuring that the adhesive is between the dowel pin and the dowel hole. The effect of improving the bonding accuracy and reducing the reworking of the joining operation is obtained by filling in the contact holes.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本考案の一実施例を示す全体図である。FIG. 1 is an overall view showing an embodiment of the present invention.

【図2】前記壁状体の裏面を示す斜視図である。FIG. 2 is a perspective view showing a back surface of the wall-shaped body.

【図3】前記シャーコネクタを示す側断面図である。FIG. 3 is a side sectional view showing the shear connector.

【図4】前記止めプレートを示す全体図であるFIG. 4 is an overall view showing the stop plate.

【図5】前記石版の接合方法を示す施工手順図である。FIG. 5 is a construction procedure diagram showing a method of joining the lithographs.

【符号の説明】[Explanation of symbols]

1 ダボピン 2 ダボ穴 3 止めプレート 7 エポキシ樹脂(接着材) 8 接着材注入孔 S1 石版(外壁材) S2 石版(外壁材) r 裏面(一面) Reference Signs List 1 Dowel pin 2 Dowel hole 3 Stop plate 7 Epoxy resin (adhesive) 8 Adhesive injection hole S1 Stone slab (outer wall material) S2 Stone slab (outer wall material) r Back (one side)

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 面方向に接合されることにより構造物の
外面を覆工する外壁材の接合構造であって、外壁材の接
合端面間に、外壁材の裏面側に突出する止めプレートを
挟むとともに、ダボピンを止めプレートに貫通し、かつ
両接合端面に開けられたダボ穴に挿入し、さらに外壁材
に形成したダボ穴の奥端部と外壁材の一面に連通する接
着材注入孔から接着材を充填してなることを特徴とする
外壁材の接合構造。
1. A joining structure of an outer wall material for covering an outer surface of a structure by being joined in a plane direction, wherein a stop plate protruding to the back surface side of the outer wall material is sandwiched between joining end surfaces of the outer wall material. At the same time, insert the dowel pin through the stop plate, insert it into the dowel hole formed on both joint end faces, and bond it from the adhesive injection hole that communicates with the back end of the dowel hole formed on the outer wall material and one surface of the outer wall material An outer wall material joining structure characterized by being filled with a material.
JP5353191U 1991-07-10 1991-07-10 Exterior wall material joining structure Expired - Lifetime JP2545956Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5353191U JP2545956Y2 (en) 1991-07-10 1991-07-10 Exterior wall material joining structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5353191U JP2545956Y2 (en) 1991-07-10 1991-07-10 Exterior wall material joining structure

Publications (2)

Publication Number Publication Date
JPH0521009U JPH0521009U (en) 1993-03-19
JP2545956Y2 true JP2545956Y2 (en) 1997-08-27

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ID=12945397

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5353191U Expired - Lifetime JP2545956Y2 (en) 1991-07-10 1991-07-10 Exterior wall material joining structure

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